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Structural health monitoring-based dynamic behavior evaluation of a long-span high-speed railway bridge

Smart structures and systems, v.20 no.2, 2017년, pp.197 - 205  

Mei, D.P. (School of Civil Engineering, Southwest Jiaotong University)

Abstract AI-Helper 아이콘AI-Helper

The dynamic performance of railway bridges under high-speed trains draws the attention of bridge engineers. The vibration issue for long-span bridges under high-speed trains is still not well understood due to lack of validations through structural health monitoring (SHM) data. This paper investigat...

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참고문헌 (34)

  1. AREMA. (2007), Manual for Railway Engineering The American Railway Engineering and Maintenance of Way Association (AREMA), Lanham. 

  2. Ashebo, D.B., Chan, T.H.T. and Yu, L. (2007), "Evaluation of dynamic loads on a skew box girder continuous bridge part I: Field test and modal analysis", Eng. Struct., 29(6), 1052-1063. 

  3. Dehestani, M., Mofid, M. and Vafai, A. (2009), "Investigation of critical influential speed for moving mass problems on beams", Appl. Math. Model., 33(10), 3885-3895. 

  4. Dinh, V.N., Kim, K.D. and Warnitchai, P. (2009), "Dynamic analysis of three-dimensional bridge-high-speed train interactions using a wheel-rail contact model", Eng. Struct., 31(12), 3090-3106. 

  5. Feng, D.M. and Feng, M.Q. (2015), "Model updating of railway bridge using in situ dynamic displacement measurement under trainloads", J. Bridge Eng. - ASCE, 20(12), 04015019. 

  6. He, X.H., Yu, Z.W., and Chen, Z.Q. (2008), "Finite element model updating of existing steel bridge based on structural health monitoring", J. Cent. South Univ. Technol., 15(3), 399-403. 

  7. Huang, D.Z. (2012), "Vehicle-induced vibration of steel deck arch bridges and analytical methodology", J. Bridge Eng., 17(2), 241-248. 

  8. Ju, S.H. and Lin, H.T. (2003a), "Numerical investigation of a steel arch bridge and interaction with high-speed trains", Eng. Struct., 25(2), 241-250. 

  9. Ju, S.H. and Lin, H.T. (2003b), "Resonance characteristics of high-speed trains passing simply supported bridges", J. Sound Vib., 267(5), 1127-1141. 

  10. Ju, S.H., Lin, H.T. and Huang, J.Y. (2009), "Dominant frequencies of train-induced vibrations", J. Sound Vib., 319(1-2), 247-259. 

  11. Kong, M.S., Yhim, S.S., Son, S.H. and Kim, D.Y. (2006), "Dynamic analysis of the multiple-arch Bowstring Bridge and conventional arch subjected to moving loads", Int. J. Steel Struct., 6(3), 227-236. 

  12. Kosnik, D.E. and Dowding, C.H. (2014), "Autonomous monitoring of dynamic response of in-service structures for decision support", J. Struct. Eng. - ASCE, 141(1), D4014003. 

  13. Lacarbonara, W. and Colone, V. (2007), "Dynamic response of arch bridges traversed by high-speed trains", J. Sound Vib., 304(1), 72-90. 

  14. Li, J.Z. and Su, M.B. (1999), "The resonant vibration for a simply supported girder bridge under high-speed trains", J. Sound Vib., 224(5), 897-915. 

  15. Li, J.Z., Su, M.B. and Fan, L.C. (2003), "Natural frequency of railway girder bridges under vehicle loads", J. Bridge Eng. - ASCE, 8(4), 199-203. 

  16. Mao, L. and Lu, Y. (2013), "Critical speed and resonance criteria of railway bridge response to moving trains", J. Bridge Eng. - ASCE, 18(2), 131-141. 

  17. Martinez-Rodrigo, M.D., Lavado, J. and Museros, P. (2010), "Dynamic performance of existing high-speed railway bridges under resonant conditions retrofitted with fluid viscous dampers", Eng. Struct., 32(3), 808-828. 

  18. Mellat, P., Andersson, A., Pettersson, L. and Karoumi, R. (2014), "Dynamic behaviour of a short span soil-steel composite bridge for high-speed railways - Field measurements and FE-analysis", Eng. Struct., 69, 49-61. 

  19. Meng, X., Yao, J.C., Liu, P.H., Wang, W., Yang, Y.Q. and Ke, Z.T. (2015), "Field test and analysis on dynamic performance of Dashengguan Yangtze River Bridge", China Railway Science, 36(3), 30-36 (in Chinese). 

  20. National Railway Administration of the People's Republic of China. (2015), TB 10621-2014 Code for Design of High Speed Railway, Academy of Railway Sciences, Beijing (in Chinese). 

  21. Ni, Y.Q., Ye, X.W. and Ko, J.M. (2010), "Monitoring-based fatigue reliability assessment of steel bridges: analytical model and application", J. Struct. Eng. - ASCE, 136(12), 1563-1573. 

  22. Ni, Y.Q., Ye, X.W. and Ko, J.M. (2012), "Modeling of stress spectrum using long-term monitoring data and finite mixture distributions", J. Eng. Mech. - ASCE, 138(2), 175-183. 

  23. Wang, W., Yan, W.C., Deng, L. and Kang H.J. (2015), "Dynamic Analysis of a Cable-Stayed Concrete-Filled Steel Tube Arch Bridge under Vehicle Loading", J. Bridge Eng. - ASCE, 20(5), 04014082. 

  24. Wiberg, J. and Karoumi, R. (2009), "Monitoring dynamic behaviour of a long-span railway bridge", Struct. Infrastruct. E., 5(5), 419-433. 

  25. Xia, H. and Nan, Z. (2005), "Dynamic analysis of railway bridge under high-speed trains", Comput. Struct., 83(23-24), 1891-1901. 

  26. Xia, H., Zhang, N. and Guo, W.W. (2006), "Analysis of resonance mechanism and conditions of train-bridge system", J. Sound Vib., 297(3), 810-822. 

  27. Yang, Y. B., and Lin, C.W. (2005), "Vehicle-bridge interaction dynamics and potential applications". J. Sound Vib., 284(1-2), 205-226. 

  28. Ye, X.W., Liu, T. and Ni, Y.Q. (2017), "Probabilistic corrosion fatigue life assessment of a suspension bridge instrumented with long-term SHM system", Adv. Struct. Eng., DOI: 10.1177/1369433217698345. 

  29. Ye, X.W., Su, Y.H., Xi, P.S., Chen, B. and Han, J.P. (2016), "Statistical analysis and probabilistic modeling of WIM monitoring data of an instrumented arch bridge", Smart Struct. Syst., 17(6), 1087-1105. 

  30. Ye, X.W., Yi, T.H., Wen, C. and Su, Y.H. (2015), "Reliability-based assessment of steel bridge deck using a mesh-insensitive structural stress method", Smart Struct. Syst., 16(2), 367-382. 

  31. Ye, X.W., Ni, Y.Q., Wong, K.Y., and Ko, J.M. (2012), "Statistical analysis of stress spectra for fatigue life assessment of steel bridges with structural health monitoring data", Eng. Struct., 45, 166-176. 

  32. Yi, T.H., Li, H.N. and Gu, M. (2013b), "Experimental assessment of high-rate GPS receivers for deformation monitoring of bridge", Measurement, 46(1), 420-432. 

  33. Yi, T.H., Li, H.N. and Sun, H.M. (2013), "Multi-stage structural damage diagnosis method based on", Smart Struct. Syst., 12(3-4), 345-361. 

  34. Zhao, H.W., Ding, Y.L., An, Y.H. and Li, A.Q. (2016), "Transverse dynamic mechanical behavior of hangers in the rigid tied-arch bridge under train loads", J. Perform. Constr. Fac., 04016072. 

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